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  1. David Krugler PE

    10-year storm capacity

    Thanks for the input so far. Let me elaborate a bit more If you look at the diagram, I have an outfall to a nurp pond that is designed for a 100 year event, the storm pipe is designed for the 10 year. Normally we were placing the invert of the storm pipe at the NWL of the pond. A recent...
  2. David Krugler PE

    10-year storm capacity

    So a discussion came up in our office that I am requesting what others are doing in the Municipal world. We normally design our storm pipes (Size and slope) for the 10-year event. However, we had not taken into account that the outfall had any water standing. For instance, we have an outlet...
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